conservation authority...

Conservation Authority Approval

The building department also requires approval from the local Conservation Authority prior to any construction or demolition along the river or in an area designated as Provincially Significant Wetlands. A permit may be required by the local Conservation Authority.

South Nation Conservation Authority 613-984-2948 ext. 240 or 303

Cataraqui Conservation Authority 613-546-4228 ext. 244

Rideau Valley Conservation Authority 613-692-3571 or 1-800-267-3504

The Corporation of the Township of Augusta 3560 County Rd. 26, Prescott, ON, K0E 1T0 T 613-925-4231 F 613-925-3499 www.augusta.ca

APPLICATION PROCESS – SINGLE DETACHED GARAGE

HOW TO OBTAIN A BUILDING PERMIT

When a building permit is required, an application must be filed with the Building Department using the following forms. Once submitted with all the necessary documentation, a permit may be issued after the application has been reviewed to ensure compliance with the Ontario Building Code, the Township Zoning By-law and any other applicable regulation. A plans review document, detailing the deficiencies of your submission, if any, may form part of your building permit. The Chief Building Official is responsible for the issuance of all building permits.

APPLICATION PROCEDURES

1. Complete, sign and date the “Application for a Permit to Construct or Demolish” form. 2. The completed application form must be accompanied by the following documentation.

a) A deed may be required indicating the name of the current registered owner of the property for which the permit is to be issued.

b) A site plan showing the location of all existing and proposed buildings or additions, any hydro lines, water courses, pipelines, railway tracks and wells or septic systems and leaching beds on the lot in relation to the property boundaries.

c) Drawings (2 Sets) of the proposed works, fully dimensioned and showing sufficient detail in order to determine compliance with the building code and any other applicable regulation. *One set of drawings are to be printed, the 2nd set is to be submitted in PDF format by email to [email protected].

d) Truss layout, truss package and joist system layout must be submitted to the building department prior to the framing inspection request.

e) Sewage System Permit, or Maintenance Inspection, application for all new

construction, additions and renovations are required to be submitted to the Leeds Grenville and Lanark District Health Unit. Copies of these applications are available at the Twp. Office. A building permit cannot be issued prior to Health Unit approval.

3. Other Land Use Approval permits may be required from such agencies as local Conservation

Authority, the provincial Ministry of Transportation, etc; depending on the nature of the project and the specific location of the site.

4. All required fees must be paid before the permit can be issued.

06/2019

http://www.augusta.ca/

The Corporation of the Township of Augusta 3560 County Rd. 26, Prescott, ON, K0E 1T0 T 613-925-4231 F 613-925-3499 www.augusta.ca

AUTHORIZATION FOR AN APPLICANT TO ACT AS AN AGENT

FOR THE REGISTERED LAND OWNER

I, , being the legal owner of the

property located at (Civic address) , in the Township of Augusta authorize

whose mailing address and phone number is

to

Act as an agent on my behalf.

Signature of Registered Land Owner

06/2019


Application for a Permit to Construct or Demolish This form is authorized under subsection 8(1.1) of the Building Code Act,1992

For use by Principal Authority

Application number: Permit number (if different):

Date received: Roll number:

0706000_

Application submitted to: The Corporation of the Township of Augusta 3560 County Rd. 26, Prescott, ON, K0E 1T0 T 613-925-4231 F 613-925-3499 www.augusta.ca

A. Project information

Building number, street name Unit number Lot/con.

Municipality

Postal code

Plan number/other description

Project value est. $ Area of work (m2)

B. Purpose of application

Addition to an Conditional

New Construction existing building Alteration/repair Demolition permit

Proposed use of building Current use of building

Description of proposed work

C. Applicant Applicant is: Owner or Authorized agent of owner

Last name First name Corporation or partnership

Street address

Unit number

Lot/con.

Municipality Postal code Province E-mail

Telephone number Fax Cell number

D. Owner (if different from applicant)

Last name First name Corporation or partnership

Street address Unit number Lot/con.




E. Builder (optional)

Last name First name Corporation or partnership (if applicable)

Street address Unit number Lot/con.



F. Tarion Warranty Corporation (Ontario New Home Warranty Program)

i. Is proposed construction for a new home as defined in the Ontario New Home Warranties Plan

Act? If no, go to section G.

Yes No

ii. Is registration required under the Ontario New Home Warranties Plan Act? Yes No

iii. If yes to (ii) provide registration number(s):

G. Required Schedules

i) Attach Schedule 1 for each individual who reviews and takes responsibility for design activities. ii)

Attach Schedule 2 where application is to construct on-site, install or repair a sewage system.

H. Completeness and compliance with applicable law

i) This application meets all the requirements of clauses 1.3.1.3 (5) (a) to (d) of Division C of the Building Code (the application is made in the correct form and by the owner or authorized agent, all applicable fields have been completed on the application and required schedules, and all required schedules are submitted).

Payment has been made of all fees that are required, under the applicable by-law, resolution or

regulation made under clause 7(1)(c) of the Building Code Act, 1992, to be paid when the application

is made.

Yes No

Yes

No

ii) This application is accompanied by the plans and specifications prescribed by the applicable by-law,

resolution or regulation made under clause 7(1)(b) of the Building Code Act, 1992. Yes No

iii) This application is accompanied by the information and documents prescribed by the applicable by-

law, resolution or regulation made under clause 7(1)(b) of the Building Code Act, 1992 which enable

the chief building official to determine whether the proposed building, construction or demolition will

contravene any applicable law.

Yes No

iv) The proposed building, construction or demolition will not contravene any applicable law. Yes No

I. Declaration of applicant

I declare that: (print name)

1. The information contained in this application, attached schedules, attached plans and specifications, and other attached

documentation is true to the best of my knowledge.

2. If the owner is a corporation or partnership, I have the authority to bind the corporation or partnership.

Date Signature of applicant

Personal information contained in this form and schedules is collected under the authority of subsection 8(1.1) of the Building Code Act,

1992, and will be used in the administration and enforcement of the Building Code Act, 1992. Questions about the collection of personal

information may be addressed to: a) the Chief Building Official of the municipality or upper-tier municipality to which this application is

being made, or, b) the inspector having the powers and duties of a chief building official in relation to sewage systems or plumbing for

an upper-tier municipality, board of health or conservation authority to whom this application is made, or, c) Director, Building and

Development Branch, Ministry of Municipal Affairs and Housing 777 Bay St., 2nd Floor. Toronto, M5G 2E5 (416) 585-6666.

Roles and Responsibilities of the Builder or to whom a permit is issued

Comply with BCA/OBC; 8.(11)

Complete applications with required info.; BCA 7., 8.(2e), [C]1.3.1.3.(5)

Obtain permit prior to construction; 1.(1)

Obtain permit prior to Change of Use unless exempt by [C]1.3., BCA1.(2), 8.(1), 34. (1)

Post permit; BCA 34.(1), [C]1.3.2.1(1)

Copy of drawings on site; BCA 34.(1), [C]1.3.2.2.(1a.b)

Notify CBO of changes; BCA 8.(12)

Adhere to plans, specs; BCA 8.(13)

Fences to enclose site; BCA 7.(1i,j)

Notify on stages of construction; BCA 10.(2), [C]1.3.5.1.(2)

Occupy unfinished bldg. after inspection; BCA [C]1.3.3.1.(2), 1.3.3.2.(1)

Provide as constructed plans; [C]1.3.6., BCA 7.(1g)

Not hinder but assist; BCA 19.

Obey Stop Work Order; BCA 14.(4)

Respect posted orders; BCA 20.1.

Before the work starts ensure that all contractors have WSIB clearance numbers (1-800-387-0750) The law has changed. Failing to register with the WSIB by January 2014 and working without a clearance number means penalties and significant fines for contractors and those who hire them. www.wsib.on.ca

Minimum clearance to hydro lines or poles is 5 meters horizontally or vertically.

Electrical Safety Authority (ESA) 1-877-372-7233

Minimum clearance to railway tracks are as described in section 6.38 and 6.42.1 of Zoning By-Law

#2965.

Canadian National Railway runs through Augusta Township. (CNR) 1-888-888-5909

Minimum clearance to pipelines is 30 meters from the pipeline right of way.

Pipeline Public Awareness 1-855-458-6715

New residential development shall be setback a minimum distance in accordance with MDS calculations

as per section 6.42.3. of Zoning By-Law #2965.

Call Before You Dig – It’s Free. In Ontario: 1-800-400-2255 or www.clickbeforeyoudig.com

Ontario One Call: 1-800-400-2255. www.on1call.com

Pipeline Emergency: 1-888-982-7222

Pipeline Landowner Inquiries: 1-866-372-1601

DECLARATION OF BUILDER, APPLICANT OR OWNER

I declare that I have read and understand the

above information and agree to abide by these roles and responsibilities.

Date Signature

http://www.wsib.on.ca/

http://www.clickbeforeyoudig.com/

http://www.on1call.com/

Schedule 1: Designer Information Use one form for each individual who reviews and takes responsibility for design activities with respect to the project.

A. Project Information

Building number, street name Unit no. Lot/con.

Municipality Postal code Plan number/ other description

B. Individual who reviews and takes responsibility for design activities

Name Firm

Street address Unit no. Lot/con.


Telephone number Fax number Cell number

C. Design activities undertaken by individual identified in Section B. [Building Code Table 3.5.2.1. of

Division C]

House HVAC – House Building Structural

Small Buildings Building Services Plumbing – House

Large Buildings Detection, Lighting and Power Plumbing – All Buildings

Complex Buildings Fire Protection On-site Sewage Systems

Description of designer’s work

D. Declaration of Designer

I declare that (choose one as appropriate):

(print name)

I review and take responsibility for the design work on behalf of a firm registered under subsection 3.2.4.of Division C, of the Building Code. I am qualified, and the firm is registered, in the appropriate classes/categories.

Individual BCIN:

Firm BCIN:

I review and take responsibility for the design and am qualified in the appropriate category as an “other designer” under subsection 3.2.5.of Division C, of the Building Code.

Individual BCIN:

Basis for exemption from registration:

The design work is exempt from the registration and qualification requirements of the Building Code.

Basis for exemption from registration and qualification:

I certify that:

1. The information contained in this schedule is true to the best of my knowledge.

2. I have submitted this application with the knowledge and consent of the firm.

Date Signature of Designer

NOTE:

1. For the purposes of this form, “individual” means the “person” referred to in Clause 3.2.4.7(1) (c).of Division C, Article 3.2.5.1. of

Division C, and all other persons who are exempt from qualification under Subsections 3.2.4. and 3.2.5. of Division C.

Site Plan

Please include: Location of all existing and proposed buildings and pools Front, rear and side yards set backs Location of well, septic and hydro poles

“SCHEDULE “A” OF BY-LAW 3413

RESPECTING CLASSES OF PERMITS AND PERMIT FEES

A permit fee or fees shall be made payable to the Corporation of the Township of Augusta at the time of making application for a building permit. DESCRIPTION/FEE NAME FEE EFFECTIVE April 23, 2019 Refundable Deposit Fee, new residential Refundable after final inspection $500.00 Non-refundable deposit fee, all other permits $95.00 except pools and wood stoves, applied to permit cost., Minimum Charge for any Construction $95.00 Building Without a Permit Double the cost of the permit. Two (2) week grace period from the date of infraction letter. Occupancy Permit, new construction $95.00 Payable with building permit Building Permits

- Residential Buildings $1.00/sq. ft. Renovation/Additions/ Installations/Alterations Attached garages 3 season rooms, sunrooms Living space, Future living space Partially finished basement, Non living space Not including building services mechanical area $0.85 / sq. ft.

- Accessory Buildings Detached garages, Sheds No living space $0.50/sq. ft. of gross floor area

-Decks, pool decks, porches, gazebos $0.50/sq. ft. -Solar Panels mounted on a building $0.30/sq. ft. of panel surface plus

engineering report on structural adequacy of building

-Designated Structures $10.00 per $1,000.00 of evaluation cost under Division A, 1.3.1.1.

Agriculture - New Construction $0.25/sq. ft. to a max of $750.00

Accessory Building with valid farm number Renovation/Alterations Does not include building without a

permit Commercial/Industrial Institutional/ Post Disaster $0.40/sq. ft. Occ. Space - New construction/Renovations Does not include building without a

Additions/Acc. Buildings permit Demolition Permit $110.00 Swimming Pool Permits, pool only $75.00 Re-Inspections/Plan re-examinations/ $85.00 2nd + inspections/2nd + examinations Change of Use Permit $0.35/sq. ft. Occ. Space $100.00 minimum Building/Zoning Compliance Letters $100.00 Woodstove Permits $75.00 (does not include WETT) Plumbing $11.00 / fixture Conditional Permit $110.00 plus signed agreement Transfer or Renewal Permit $95.00 with no changes Revision Permit $ as above minimum of $95.00 (no credit for reductions) Insulation / Vapour Barrier retrofit $95.00 Hydronic Heating $95.00 Replacing finish roofing material, No Charge siding, a window and minor repairs which do not involve structural change, or do not involve vapour barrier and insulation Miscellaneous Site Inspections $85.00 Deferral of Revocation

SCHEDULE “B” RESPECTING PLANS OR WORKING DRAWINGS

List of Plans or Working Drawings (2 sets required) to accompany application for permits.

1) The Site Plan

2) Floor Plans

3) Foundation Plans

4) Framing Plans

5) Roof Plans/ Truss Plans

6) Energy Efficiency Design Summary

7) Reflected Ceiling Plans

8) Sections and Details

9) Building Elevations

10) Electrical Drawings

11) Heating, Ventilations and Air Conditioning Drawings

12) Plumbing Drawings

Note: the Chief Building Official may specify that not all the above-mentioned

plans are required to accompany an application for a permit.

Please contact CBO to verify which plans pertain to your application

6/18/02 rh

Single Family Residential One Story Detached Garage

Note: For roofs with slopes between 2:12-4:12, follow manufacturer’s instrustions for low slope application of roofing material.

Truss or 2x__rafters spaced__” O.C.l [Sheathing(example: Put checkmark in box -or- 2 x 10 Rafters Spaced 24 (example: / exterior plywood) 1

. .Building Section

Underlayment(example I layer 151$ fell)

Provide roof tie downs and solid2x blocking between rafters(2x12 or greater)

[Ceiling Insulation

________________

(If heated example R38)

2x.ceiling joists @ — OC.(example 2 x 8 @ 24 O.C.)

/ Check one

This handout was developed by the Colorado Chapter of theInternational Code Council as a basic plan submittal underthe 2000 International Residential Code Ills not intendedto cover all circumstances. Check with your Department ofBuilding Safety for additional requirements.

Standard i)etached Garage Details Lt’.; Jan

!ypical RootAsphalt Shingles3/8” OSB Roof SheathingPre-manufact-ured Engineered.poflusses @ 24” o.c.

fypical Walls; NOTE: If any second levelVinyl Siding/Stucco development is planned, Complete3/8” 053 Wall Sheathing details of all floor layout and2 X 4 16” O.C. structural design are required, 18” max.

eave overhangwhen sideyardis less than 4’

Roof SheathingLI 3/8”OSBi: 3/8” plywoodLI 1/2” plywoodLI 1/2’OSB

Other Specify______________

Roof FramingLI Pre-manufactured Engineered TrussLI Stick Built Roof Framing

2x4@ 16or24”o.c.2x6@ 16 or 24” o.c.Other Specify,-,,_

Wall SheathingLI 3/8” OSBLI 3/8” plywoodLI 1/2’ plywoodLI l/2”OSB

Other Specify____________

Wall FramingLI 2x4@16”o.c.LI 2x4@24”oc,LI 2 x 6 16”/24”

Insulated walls & ceilingInterior finish (drywall/etc.)

Date

12’ max.height frommidspan ofroof to gradelevel

-: ./

Alternate foundation (590- 728 so. ft.)4” concrete slab with12” x 12” slab thickening aroundperimeter with 3 rows of I 5Mreinforcing.Slab to be placed on clay base

NOTE:6” clearance reqd. frombottom of untreatedwood to grade

Garages up to 590 sq ft (no dim, over 30’) can havea mm. 4” concrete slab or the walls can be supported ontreated mudsill. 12”

Please check off garage construction details as listed below.Roof WallsRoofing Material Exterior FinishLI Asphalt Shingles LI Vinyl SidingLI Cedar, Pine Shakes/Shingles LI StuccoLI Metal Roofing LI Painted Plywood

Other Specify LI Metal SidingOther Specify_____________

Note:Windows cannot be placed in a wall that iscloser than 4 feet to the property line.

If the roof framing members transfer roofloading to the overhead garage door beam,please specif,’ the size of the garage doorbeam.

Door opening width up to 9’- 5” requires aminimum 2 ply — 2” x 10”.

Door opening width up to 16’-6” requires aminimum 5 ply —2” x 12”(Note: Engineered beams may be substitutedif supplier letter and details are submitted)

Maximum size of detached garage on a slabthickening foundation is728 sq ft with no dimension exceeding 30’Oversized garages will require engineerdesign.

Applicants SignatureCannot build over an underground gas line.

j/llj/Q rh


Directions

1. Fill in the blanks on pages 2 and 3 with dimensionsand materials which will be used to build thestructure. Please print legibly.

Address:

2. Indicate in the check boxes on page 3 which detail from page 4 will be used.

Note: Heated garages may require special provisions.

Floor Plan

irnension

/ Check one

Indicate ratter ortruss direction

I Garage is heated

L_ Garage is not heated

Locate anddetail bracing

Show door and window header sizes and locationand size of landing in front of door

c 31/2” minimum concrete slab D

_____

x

_____

(example. (2) 2 a 10

[

DimensionFloorslope

header

Note:If roof trusses or rafters bear on header,special header design may be required

__— Double 2x4 or 2x6 trimmers eachend of overhead door header

Garage door opening

_______

Iiension* * 2 8’ minimum, with plywood sheathing on outside of entire wall rDimension*________L J with hold downs. If less than 28, engineering may be required. L.________________________

This handout was developed by the Colorado Chapter of theInternational Code Council as a basic plan submittal underthe 2000 International Residential Code. It is not intendedto cover all circumstances, Check with your Department ofBuilding Safety for additiona requirements.

n]

6/18/02 rh


Foundation Detail A

Foundation Detail B

43J

Lap siding over foundation aminimum of 1”.

1/2” x 10” steel anchor bolts 6-0” DC. max.,7” mm. penetration max. 12” from cornerand 12” from each end of plate.

Finished grade

,— Bottom plate shall be mm. 8” above grade, or betreated wood or decay resistive wood

Note: Check with local buildingdepartment for swelling soils.Caissons may be required.

18 mm.

31/2” Minimum Concrete Slab

#4 rebar mm. cont top & bottom

V2” x 10” steel anchor bolts 6-0” D.C. max.,7” mm, penetration max. 12” from cornerand 12” from each end of plateLap siding over foundation

a minimum of 1”

6” mm.S.

“

Finished grade ___,—

,.‘.,, .‘.

.,: 3 1/2” Minimum concrete slab

Fibeoard expansion joint

36”min.

Bottompeshaflbernin.Z’’ or

#4 rebar mm continuous top of stemwall & at footing

Provide #4 rebar vert. 4-0” D.C. insertrebar into concrete footing or key way

Note: Check with local buildingdepartment for swelling soils.Caissons may be required.

This handout was developed by the Colorado Chapter of theInternational Code Council as a basic plan submittal underthe 2000 international Residential Code. It is not intendedto cover all circumstances Check with your Department ofBuilding Safety for additional requirements

Nate:Pre-enqlneered RootTmsBes May Be Ihed InLIeu of Root StmEi.,rnShownDiawinge Provided

Please indicate dimension and locationat any additional windows or doors.

I Garage door opening

RpedInchet On Le,flH

Thicknese

CeI Top offlade

Width

Ulicknese

DETACHED GARAGE SECTION

Dimension

______________

Page 1 of 2

‘1

121

=

k—---- Dimension

_____________

k— —b

ADimension Dimension

______________

Please check off garage construct ion details as listed befrw

Foundationri engineered slab (A.)E concrete slab (B.)ci foundation, details provided (C.)

Other Specify___________

RoofRoofing Materialci Asphalt Shinglesci Cedar, Pine Shakes/Shinglesci Metal Roofing

Other Specify__________

Roof Sheathingo 3/8” OSBci 3/8” plywoodo Y2”OSBo 1/2” Plywood


WallsExterior Finishci Vinyl Sidingci Stuccoci Painted Plywoodci Metal Siding

Other Specify__________

o Site Plan Attached

Wall SheathingLi 3/8” OSBci 3/8” plywoodci Y2 plywoodci W’OSB


Wall Framingci 2x4@16”o.c.ci 2x4@24”o.c.ci 2x6 @ 16”/24” oc.


Lintel SizesWindow/Entr,’ Doorci2 2x6ci2 2x8ci2 2x10


Overhead Door

___2x10___2x12

Other Specify

Interior Finishci Insulationci Gypsum board

Other Specify

Page 2 of 2

OVERHEAD DOORSNUMBER

SIZE ____W x ____HLINTEL SZE (2)____ x

WNDOW YES E N0CPEN.NG SIZE _W x __HLNTEL SIZE (2)_._.

VAN000R YES NOLINTEL SiZE (2)____ x SIZE OF GARAGE _._W __L

TYPE OF STRUCTUREFRONT GABLESIDE GABLECOTtAGE

— STUDS—— x —— ___ O.C

—EXTERIOR SHEATHING (THICKNESS)—PLYWOOD—OSB

—EXTERIOR ENISH

—NO OPENINGS PERMITtED ‘N WALLS_ESS THAN 1200mm (3—11)FROM PROPERTY LINE

,r2.7mm (.4”)ø ANCHOR BOLTSW 2400mm (7’—0”) 0.C.

FINISHED GRADE

UOJS CONCRETE CURBYES NO

DASSUEDONTARO UILDNC

CODEL‘ CONSTRUCTION DESIGN INFORMATION

R/SC\SONE STOREY DETACftED REEEENCE

WOOD FRAME CAAGE PAR: 9UP TO 5Om.sq. (538ft.sq.)

(No_BR:CK_VNEER_OR_PLUMBNC_PERMITED)

ENGINEERED ROOF TRUSSESYES ND

ROOF SHEATHING THICKNESS— PLYWOOD

[ — rl CUPS

NOTE: MiN. 38mm (1”)END BEARING FOR JOISTSAND RAFTERS

‘—RIDGE BOARD x (MIN. 50mm (2”) GREAtER NDEPTH THAN COMMON RAFTERS)

TYPE OF ROOFING ASPHALT SHINGLEr OTHER

,— COLLAR TIES — x .__ © 0.C.

— RAFTERS x © D.C.

— ROOF TIES

F

()

C

(1,0

0

r— REINFORCING IS OPTIONAL

— O.C.

“—DOUBLE TOP PLATE

__CONCRETE MIN 32MPa @ 4650P.S.IW-1 5—8% AIR ENFRANMENT

“[‘—MIN 38mm(1Y”• • CONCRETE

COVER

(3”

“—UNDISTURB[D OR WEL_ECOMMENDED METHOD OFcN1TRUCTICN CCMPACTED SUBSOIL

—FLOA\G SLAB‘SND E

‘*N 150mm (6”)CP WOOD SDG

UN. 200mm (8”)

NAME: —

ADDRESS:

ssONTARO ULDINC OODEI______CONSTRUCTION DESIGN INFORMATION “-

RiS’0NS 0.3.0, ECE

PA 9i

I .2rr(4’—O”)MN MUM

PIER TYPE FOUNDATION FORCAROORT, PA’O AND PORCH ROOFS

25(1”) AP

200(8”) MN.(FOR N000S.D NO)

‘I25(1”) A0

150(6”) MIN. II(oR WOODSDJNG 2C0 z(8”) In.)

300(12”) MIN.

CONTINUOUS CONCRETE FOOTING(FLOATING SLAB)

UP TO 538sq,ft. (5Orn2)

FOR DETACHED BUILDINGS ONLYNIIN. 190(7 1/2”) x 190(7 1/2”)CONCRETE PIER OR MIN. 290(11 3/8”) x290(11 3/8”) OR 240(9 1/2”) x 380(15’)UNIT MASONRY PIER

‘OTES:--CC”ER’CR FDLNDATON WALL SHALL EXTEND

01’ .iSS —AN ‘50(6’) ASOVE GRADE.- AL, WOOD N CCVACT NI”-’ GPO1 ND OR NC’.”$C’ WIN •0\CPEE NHCN S N

::\‘IACT WJ GRCJND O SE PPO”EC”ED‘IT)-, CSVPPROOF’NG OR USE WCOD TREATED

‘/CSUE P35 STAN” PRESERVAIVE.—EN”ERCR S.,RACES OF CONCRETE BLOC<‘C..NDATON WALLS ABOVE GRADE LEVEL

-AVE “OCLED .NTS, CR SHALL SE‘ENCERED, PARGED OR CI-ERWJSE SUITABLY

1 SHED.—LL CRV TES S’ALL BE REVOVED Ar• L’ST F...SH W.”H CDNCRETE SURFACE AND

.35 5-A NE SEA..ED W”H VCRAR OR,‘IATERPRODFING AA1’EPAL.—CONCRETE SLOCK WALLS ENCLOSNG5ASEMENT SHALL -AVE 6(1/4’) ZARCING APPLIED3, OXTEPOR SURFACE SELCA GRADE AND3-ALL SE DAMPROOFED WITH 4-.EAW COAT

2’UMEN APPLED “C EXTERIOR SIFACE.

—H’CKNESS OF OOlGSS,ALL NOT SE LESS THAN

HE RO,ECDN AEVCNQ3 FACE C’ “-E SLpCR’rNF,

NA. N NO CASE SHALLCOTNG CKNESS SE LESS

‘30(4”).—SLL ELATE ANCHORED WITH13(1/2’) CA. NOLIS W 2,4m(7—0”) 0.0. VAS., ET ‘s:(4’)‘,TO CONCRETE.

— NCPEASE “OCNG W:0”4 65(2 5/8”)70R EACH STOHEY CF 3iCI</E\EER S?°CRTED.

2i

V N MUM1 59(4) x 89(4)

‘II COLUMN

150(6”) yIN.

L CONTiNUOUS CONCRETE CURBOR MASONRY

UP TO 538sq.ft. (50m2)

FOR DETACHED BUILDINGS ONLY

DONCRETE 3LOC’< FOUNDAT:CN , COURED CONCRETE FCLNDA’OON ZICR TY2E FOUNDAT:ON ATH FOCTING

AIN:MUM FOOTING S ZES‘.4 N MUV WIDTH OF N. ‘COT,NGSTRIP FCCDINGS mm 0’)

SPACES.PPCR”E0 SLPPORTNG SLP°ORT’NG 3m (9’—’O”) CC.EXT. WALLS NI. WALLS m2 (It2)‘ so ‘9 7/8’) 200 (7 7/8”) 2.4 (4.3)2 350 (i 3/4’) 350 ‘3 3/4” 3.75 (5.I 3 450 (17 3/4”)!300 ‘9 3/4’) 1.0 110.9,

T3“-CKNESS

I V N. WALL

rn (H,)

‘-EGHT ABOVE SASEVENT CCRAWL,. LAIERALLYU N SUP PC RTEDAl IC LI (‘t..j

WALL ..2TERALLYSUPPORTEDAT TOP V (tt:r)

D •5 ‘50 ‘5 7/5 0.8 (2—7”) ‘.5 (4’—’”, .a - / ‘ I’,’..,‘

‘ NC’”’ “ ‘ .I— 2

— 250 9 7/8”) 1.4 (4—7’) 2.3 ‘7—7”( 200 D302 i’ 3/4’) ‘.5 (4’— 1’’) 2.3

20 VPa 50 (5 7/8”) 0,5 (2—7”) 1 5 ‘5—1 ‘“)CONCRETE 200 (7 7/8”) ‘ 2 p3’—’ “ 2.3 7—7”(29C0 si) 1250 9 7/5j ‘ 4 )4’_7’) 2.3 7—7”100 .1 1 3/4’) .5 4 — i”) 2.3 7’—7

±VASCNI’ ‘50 (5 7/8’) 0.6 2—0”) l5 ‘2—7’)(NOV. SIZE) 200 7 7/8”) 0.9 2—1 1’) 1,2 3—11’250 9 7/8”) 1 2 3—11”) 1 5 5—11”SOD 1 3/4”) 4,4 4—7”) 2.2 7—3”)

DATE SSD o NTARO U LD NC CODE C.D.LNO.-

CONSTRUCTION DESIGN INFORMATIONRE\LSIONS O.BC. REFERENCE

CARDEN SHED ANCHORAGE PAT 9SUGGESTED DETALS*

*THESE SUGGESTED ANCHORAGE DETALS APPLY TO BUILDINGS NOT MORE THAN14’ IN WIDTH AND ARE ACCESSORY STORAGE FOR SINGLE DWELLING UNITS.

—MIN. 1/2” ANCHORSAT 7—10” ON CENTREOR 5/16” ANCHORSAT 4’—O” ON CENTRE—SEPARATE TOP PLATEFROM PRESSURE TREATEDBOflOM PLATE WITH4 MIL POLY

RURiEfl 4 4 x 18” LONG PRESSURE—TREATEn AMflJ-nRc

— ANCHOR AT EACH CORNEROF BUILDING— CONNECT BURIED MEMBER TOFRAME OF BUILDING WITH 1/2’DIA. THREADED RODS, NUTS &WASHERS

— FOR PLACEMENT DIRECTLYBELOW MUD SILL, MIN. 24” 0NGRODS ARE REQU:RED

—‘AN. 3” DA. AUGER, 18” DEEP

—ASTEN TO BUILDING FRAMEEACH CORNER WITH BOLT, LAGSCREW OR STEEL CABLE

CONCRETE CURB MUD SILL SLAB—ON—GRADE MUD SILL

T5,’

I I

10”

OR ANGLED DLACEMENT SHOWN/MIN. .36” LONG RODS REQUIRED

.-‘ELCAL CR AUGER ST’LEEARIH ANCOR

©

J2 DIA. STEEL ROD ANCHORAGE

— 24” LONG RODSDRIVEN N PARSAT 24” ON CENTRE

7

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